Under extreme wind loads, plastic greenhouses frequently experience film uplift, which leads to structural instability and crop damage. Existing research predominantly focuses on the stability of the greenhouse skeletons and the effect of covering material on load-bearing capacity, while the significant role of the film-tensioning lines in enhancing the wind resistance of plastic greenhouses has received limited attention. This study investigates the wind-induced response of plastic greenhouses by utilising ABAQUS finite element software to establish two models: a film-skeletons (FS) model and a film-tensioning lines-film-skeletons (FFS) model. Both static and dynamic wind load analyses are performed based on the Davenport wind spectrum, using a linear filtering method to simulate fluctuating wind speeds. The study compares the wind-induced responses of various components and analyses the contact conditions between the film and the skeletons under different loading scenarios. The results demonstrate that the introduction of the film-tensioning lines significantly enhances the film's stiffness, optimises the stress distribution, and effectively suppresses excessive deformation of the film. Additionally, the film-tensioning lines alleviates stress concentration in the skeletons, limits skeletons displacement, increases the radial constraint on the film, and reduces shear stress between the film and the skeletons. Under dynamic wind loads, the reinforcing effect of the film-tensioning lines on both film and skeletons stiffness is even more pronounced. This research contributes to the theoretical skeletons for analysing the wind-induced responses of greenhouse components, providing a scientific basis for the accurate evaluation of the wind resistance of plastic greenhouses.
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